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Journal of Geotechnical and Geoenvironmental Engineering

Volumn 128, Issue 9, 2002, Pages 711-723

Lateral resistance of full-scale pile cap with gravel backfill

(2) Rollins, Kyle M a,b Sparks, Andrew a,c

a ASCE ^* (United States)

b Department of Electrical and Computer Engineering (United States)

c Geo Engineers (United States)

Author keywords

Earth pressure; Gravel; Lateral pressure; Load tests; Passive pressure; Pile groups; Piles

Indexed keywords

GRAVEL BACKFILL;

CLAY; FRICTION; LOAD TESTING; PILES; PLASTICITY; SILT; STEEL PIPE;

GEOTECHNICAL ENGINEERING;

BACKFILL; EARTH PRESSURE; LOADING TEST; PILE GROUP;

EID: 0036716844 PISSN: 10900241 EISSN: None Source Type: Journal
DOI: 10.1061/(ASCE)1090-0241(2002)128:9(711) Document Type: Article

Times cited : (90)

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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.